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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹21.2 LAccepted-AOC NEDUMKANDAM GP | IDUKKI | KERALA | 685501 | ₹21.2 L | 1 | Accepted-AOC L1 |
| 2 | 2₹21.5 LRejected-Finance NEDUMKANDAM GP | WAYANAD | KERALA | 670644 | ₹21.5 L | 2 | Rejected-Finance L2 |
| 3 | 3₹22.5 LRejected-Finance NEDUMKANDAM GP | IDUKKI | KERALA | 685501 | ₹22.5 L | 3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | V P CONSTRUCTION L2 | MINOY MATHEW L1 | SABU THOMAS L3 |
|---|---|---|---|---|---|---|
| 1.00Construction of Road | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 1,401 | sqm | 8 ₹11,208 | 13.3 ₹18,633.30 | 16.01 ₹22,430.01 |
| 1.00 | 8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1 | 294.6 | cum | 140 ₹41,244 | 170.79 ₹50,314.73 | 205.04 ₹60,404.78 |
| 1.00 | 3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5. | 24 | cum | 470 ₹11,280 | 572.05 ₹13,729.20 | 686.74 ₹16,481.76 |
| 1.00 | 3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 | 132 | cum | 32.11 ₹4,238.52 | 46.43 ₹6,128.76 | 55.74 ₹7,357.68 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 213.53 | cum | 8,155.44 ₹17.4 L | 7,966.6 ₹17.0 L | 8,406 ₹17.9 L |
| 1.01 | 75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 34.71 | cum | 8,100 ₹2.8 L | 7,958.64 ₹2.8 L | 8,400 ₹2.9 L |
| 1.01 | 11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth | 3.6 | cum | 750 ₹2,700 | 784.54 ₹2,824.34 | 941.83 ₹3,390.59 |
| 1.01 | 11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6 | 1.2 | cum | 9,300 ₹11,160 | 7,498.21 ₹8,997.85 | 9,001.46 ₹10,801.75 |
| 1.01 | 12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20 | 3.38 | cum | 9,200 ₹31,050 | 8,711 ₹29,399.63 | 10,457.41 ₹35,293.76 |
Tender Value
₹25.4 L
EMD Value
₹50,000
Closing Date
15 Sept 2025, 6:00 pmClosed
ASSISTANT ENGINEER
LID AND EW SECTION NEDUMKANDAM
Road work
2025_LSGD_768014_2
02/AE/LID AND EW/NDKM/TENDER/25-26
Open Tender
Civil Works - Roads
180 days
NEDUMKANDAM
Please refer Tender documents.
8 documents required · 8 mandatory
₹2,760
₹50,000
4 Jun 2026
8 Sept 2025
17 Sept 2025
8 Sept 2025
15 Sept 2025
8 Sept 2025
Amount
Construction of Road
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
8.3.2.A:Earthwork in Hill Road(ii) Excavation in Hilly Areas in Soil by mechanical means A) Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
3.8.1:Excavation in ordinary Rock by manual means Excavation in ordinary rock using manual means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3.5.
3.3:Construction of Embankment with Material Obtained from Roadway Cutting Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
75.8.1.1:Providing plain/reinforced concrete(1 cement:2 fine aggregate: 4 course aggregate) forsubstructure as per drawings and technical specifications Clause 802, 803, 1202 & 1203as required including compaction, finishing and tamping etc .complete. Max. size ofcourse aggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
11.1.1.1:Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I. Ordinary soil (i) Upto 3 m depth
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
12.5.3:Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 For height upto 5 m III. R.C.C grade M 20
OD503933/2024-2025:Providing and fixing of direction and Place Identification signs upto 0.9 sqm size board <br> A. Retro-reflectorised Traffic Signs <br> Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on 2 inch dia GI Pipe firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Tehnical Specification Clause 1701.
V P CONSTRUCTION (BID ID -2336624)
SABU THOMAS (BID ID -2336999)
Bidder Name
SABU THOMAS
MINOY MATHEW
V P CONSTRUCTION
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